...-driving thereare several factorswhich are not well understood. These relate to the dynamic response of the soil, and to the machines used to drive the piles. Owing to the very fast rates of strain during pile-driving, some soils show marked increases in strength due to viscosity. In some cohesive soils...

...J M ROTTER; J U OOI; G MATHIESON; M J BLACKLER; G E BLIGHT © Thomas Telford and ICE 1991 DEFECTS METHODS ESTIMATING DESIGN LOADING SILOS STRESS PRESSURE STRAIN MEASUREMENT ARCHING WALLS FRICTION HOPPERS TEMPERATURE SURCHARGE LOADS SOLIDS CIRCUMFERENTIAL VARIATIONS...

...F GONZALEZ VIDOSA; F G VIDOSA; M D KOTSOVOS; M N PAVLOVIC; NEWTON RAPHSON THREE DIMENSIONAL NON LINEAR FINITE ELEMENTS MODELS STRUCTURAL CONCRETE STRUCTURES MATERIALS STRESS STRAIN FAILURES MODELLING CRACKS CRACKING ITERATIVE METHODS SMEARED INCREMENTAL PROCEDURE LOADING...

... LOADS SIMPLE METHODS PREDICTION STRENGTH BEHAVIOUR WARPING EXPERIMENTS CALCULATIONS INSTRUMENTATION ECCENTRIC DEFLECTION TRANSVERSE ROTATION STRAIN CRACKS PATTERNS CIRCULATORY Proc. Instn Ciu. Engrs, Part 2,1991, 91, Sept., 577-592 PAPER 9708 STRUCTURBAULILDAINNDG BOARD Prestressed...

...S N SINHA; K S NARAINE © Thomas Telford and ICE 1991 INDIAN INSTITUTE OF TECHNOLOGY ENERGY DISSIPATION BRICKS MASONRY CHARACTERISTICS TESTS CYCLIC BIAXIAL COMPRESSIVE LOADING CYCLES UNLOADING DIMENSIONLESS RATIOS STRAIN ENVELOPES GRAPHS PLASTIC LOADS BEHAVIOUR...

... SERVICEABILITY CORRELATION SOIL STRUCTURE PARTITIONING OFFICES BUILDINGS PROJECTS MODELLING MEASUREMENT CALCULATIONS IN SITU BEHAVIOUR RETROSPECTIVE FLEXURE SECONDARY PLANE STRAIN HALF SPACE MODELS LONDON STOTHARD PLACE SALISBURY SQ BRITANNIC HOUSE CITY OF LONDON UK Proc...

... TURBOGENERATORS OPC ORDINARY PORTLAND CEMENT TRIALS IN SITU MEASUREMENT CONSTRUCTION THERMOCOUPLES STRAIN DEVELOPMENT HYDRATION CYCLES ICE PLACING MIXING PROCESS DESIGN MIX SITES PRODUCTION COOLED DRAX UK Proc. Instn Ciu. Engrs, Part 1, 1990, 88, Dec., 1059-1078 9610...

...J A HEMSLEY; CHEBYSHEV; FREDHOLM © Thomas Telford and ICE 1990 OVE ARUP ANTISYMMETRIC PLANE STRAIN FLEXURE FINITE STRIP FOUNDATIONS HALF SPACE EXACT ELASTIC SOLUTIONS STRIP GOVERNING EQUATIONS INTEGRAL SLOPES EXPANSION LOADS EDGES ASYMMETRIC SUPERPOSITION LOADING...

...RH SCOTT; PAT GILL © Thomas Telford and ICE 1990 DURHAM UNIVERSITY TIME DEPENDENT DISTRIBUTION STRAIN BONDS STRESS TENSION REINFORCEMENT SPECIMENS TESTS CONCRETE RODS PRISMS SUSTAINED LOADS CYCLIC ELECTRIC RESISTANCE GAUGES MEASUREMENT LONGITUDINAL BEHAVIOUR...

... FUEL REINFORCEMENT CONSTRUCTION MOVEMENT EVALUATION MATERIALS TESTS FIBRETAIN TRIAL RING ROADS PFA ASH POLYMERIC TECHNIQUES STRAIN STRUCTURAL AGREMENT MEASUREMENT TENSAR DEWSBURY WEST YORKSHIRE UK Proc. Instn Ciu. Engrs, Part 1,1990,88, Apr., 321-345 9518 GROUP...

... of 2.19 Mg/m3. This was the maximum density attainable in the apparatus at a moisture content of 5%. The ultimate shearingangle achieved by shearing to large strain was 37" at a displacement of about 20 mm. The coefficient of interface friction p between the soil and reinforcement was determined as 1.24...

...M RAOOF © Thomas Telford and ICE 1990 SOUTH BANK POLYTECHNIC PERFORMANCE NEW DATA CABLES STRAIN ROPES SPIRAL WELL USED HYSTERESIS AXIAL GAUGING STRANDS TESTS SPECIMENS WIRE STIFFNESS Proc. Instn Ciu. Engrs, Part 2, 1990,89, Mar., 103-120 PAPER 9546 STRUCTURAL...

... ANALYSIS SHALLOW DEPTH FLEXURAL DEFORMATION COMBINED ACTION FULL EXPERIMENTS BONDS INSTRUMENTATION TESTS PROCEDURE MODES FAILURES STRAIN DEFLECTION FEASIBILITY INTERFACE ULTIMATE LOADS Proc. Instn Civ.Engrs, Part 2, 1989,81, Sept., 377-399 PAPER 9439 STRUCTURAL ENGGRINOEUEPRING...

...TOS ODUYEMI; LA CLARK; J SPRINGFIELD CARRUTHERS & WALLACE TORONTO PREDICTION CRACKS WIDTH CIRCULAR VOIDS CONCRETE SLABS LONGITUDINAL BENDING EQUATIONS SOLIDS DEFLECTION SCHOOLS BUILDINGS PRECAST FLEXURAL TENSILE CRACKING HUMIDITY STIFFNESS SOFFITS STRAIN FORMULAE...

...TM ROBERTS; H HAJIKAZEMI © Thomas Telford and ICE 1989 UNIVERSITY COLLEGE CARDIFF THEORY STUDIES BEHAVIOUR REINFORCED CONCRETE BEAMS STRENGTHENED EXTERNAL BONDED STEEL PLATES INVESTIGATIONS DISPLACEMENT STRAIN STRESS TENSION SOLUTIONS SHEAR NORMAL ADHESIVE LAYERS...

...J A HEMSLEY; D A SPENCE; T E GLYNN © Thomas Telford and ICE 1988 ELASTOSTATICS PLANE STRAIN FLEXURE FINITE STRIP FOUNDATIONS CONTACT FRICTIONLESS HALF PLANE MATHEMATICS EQUATIONS SLABS NUMERICAL STIFFNESS EDGES STRIP STRUCTURAL ANALYSIS BOUNDARIES BENDING MOMENTS...

... elastic flexure of the plate under the action of some given distribution of vertical or moment loading q(x), assuming that shear deformations are small and can be neglected. If the applied loading is uniform in the z-plane, then flexure occurs under plane strain conditions in the X, y 666 COMPARATIVE...

...TU HSIANG-TE © Thomas Telford and ICE 1988 RESEARCH INSTITUTE OF MUNICIPAL ENGINEER ING, BEIJING THERMAL STRESS ANALYSIS CONCRETE SLABS PAVEMENTS ATMOSPHERIC TEMPERATURE FIELD STRAIN VALUE MEASUREMENT AMPLITUDE Proc. Instn Civ. Engrs, Part 2, 1988,85, Sept., 515...

...JA HEMSLEY Proc. Insm Ciu. Engrs, Part 2,1988,85, June,291-303 ICNTEU9ER3R2AI0NLGPAPERGU Symmetric plane strain flexuroef a finite strip foundationunder moment loading J. A. HEMSLEY, MEng, PhD, DIC, MICE, MIStructE* GROUP An earlier integral equation solution for the symmetric elastostatic flexure...

...S ALI; AW PAGE © Thomas Telford and ICE 1988 NEWCASTLE UNIVERSITY NSW WALLS MASONRY CONCENTRATION LOADS STRENGTH GEOMETRY FINITE ELEMENTS RATIOS STRESS STRAIN FAILURES MODELS BEHAVIOUR SIMULATION BRICKS DESIGN MORTAR JOINTS FAILURES AUSTRALIA Proc. Znstn...